CN116591539A - Multi-base interconnection mechanism of high-voltage tower - Google Patents

Abstract

The utility model provides a high-voltage tower multi-base interconnection mechanism, relate to a high-voltage tower base, four foundation piles (3) that have the steel reinforcement cage inside on ground (4) are: "shape distribution, be equipped with tower sole (2) respectively at every foundation pile (3) up end, the upper surface of every tower sole (2) is equipped with connecting screw rod (1) respectively, be equipped with reinforced cement board (6) between every two of foundation pile (3) of four:" shape distribution respectively, the both ends of reinforced cement board (6) are respectively through connecting rod (5) and foundation pile (3) fixed connection formation mouth font base's interconnection; according to the application, the reinforced cement plates are added between foundation piles, and the reinforced cement plates and the connecting rods jointly form the anti-sedimentation and anti-displacement multi-foundation of the high-voltage tower.

Description

Multi-base interconnection mechanism of high-voltage tower

Technical Field

The application relates to a high-voltage tower base, in particular to a high-voltage tower multi-base interconnection mechanism.

Background

The known high-voltage tower is a cable support body for remotely transmitting electric energy by electric power, the shape of the cable support body is a truss-like tower structure formed by welding angle irons and assembling bolts, foot nails are arranged on one main material of the high-voltage tower, so that construction operators can conveniently climb the tower to operate, four foundation piles of a line and a transverse line are defined by using an instrument at a construction field of the high-voltage tower, and then a tower body is assembled on the upper parts of the four foundation piles; the influence of topography, wind power, geology or cable's pulling force etc. leads to the body of a tower atress unbalanced, and the great one side of atress or single foundation pile subsides or displacement can appear in the high-voltage tower, after reaching or surpassing settlement inclination, can only use the interim support of cable to demolish original high-voltage tower one side, then install again after filling up the foundation pile and use, and this kind of doing not only wastes time and energy, still can lead to large tracts of land outage or dispatch confusion.

Disclosure of Invention

The application aims at solving the defects of the prior art, and discloses a multi-base interconnection mechanism of a high-voltage tower.

In order to achieve the aim of the application, the application discloses the following technical scheme:

the utility model provides a multi-base interconnection mechanism of high-voltage tower, four subaerial inside foundation piles that have the steel reinforcement cage are: "shape distribution, are equipped with the tower sole respectively at every foundation pile up end, and the upper portion face of every tower sole is equipped with connecting screw respectively, is equipped with the reinforced cement board between every two respectively of four:" foundation piles that the shape distributes, and the both ends of reinforced cement board are respectively through connecting rod and foundation pile fixed connection formation mouth font base's interconnection.

The high-voltage tower multi-base interconnection mechanism is characterized in that reinforcement cages are respectively arranged in pile bodies of four foundation piles, the upper ends of the reinforcement cages are connected with the lower face of a tower foot plate, and concrete is wrapped in the reinforcement cages and outside the reinforcement cages.

The high-voltage tower multi-base interconnection mechanism comprises foundation reinforcing steel bars and foundation reinforcing steel bar rings, wherein four foundation reinforcing steel bars are arranged at intervals, and a plurality of foundation reinforcing steel bar rings are arranged outside the four foundation reinforcing steel bars at intervals from top to bottom at intervals.

The high-voltage tower multi-base interconnection mechanism is characterized in that an upper layer of steel bar mesh and a lower layer of steel bar mesh formed by transverse steel bar rings and longitudinal steel bar rings are arranged in the four steel bar cement plates.

The high-voltage tower multi-base interconnection mechanism is characterized in that the reinforced cement plate is of a rectangular structure.

The high-voltage tower multi-base interconnection mechanism is characterized in that two ends of the reinforced cement plate are fixedly connected with the foundation piles through two connecting rods to form interconnection of the square-shaped bases.

And the foundation piles are of square structures.

Through the above disclosure, the beneficial effects of the application are:

according to the high-voltage tower multi-base interconnection mechanism, the reinforced cement plates are arranged between every two foundation piles which are distributed in a: "shape, the foundation piles and the reinforced cement plates are respectively and fixedly connected by the connecting rods, and the reinforced cement plates support and acquire the anti-sedimentation and displacement of the foundation piles, so that the problem of unbalanced stress of the tower body caused by the influence of the topography, wind power, geology or the tensile force of cables on the foundation piles is effectively solved; the application has lower cost and can reduce the later maintenance cost.

Drawings

FIG. 1 is a schematic perspective view of the present application;

FIG. 2 is a top view of the present application;

fig. 3 is a schematic view showing a three-dimensional structure of a reinforcing mesh in the reinforced cement board of the present application;

fig. 4 is a schematic view of a three-dimensional structure of a reinforcement cage in a foundation pile according to the present application;

in the figure: 1. a connecting screw; 2. a tower foot plate; 3. foundation piles; 4. ground surface; 5. a connecting rod; 6. a reinforced cement board; 7. a transverse steel bar ring; 8. a longitudinal steel bar ring; 9. erecting reinforcing steel bars on a foundation; 10. a foundation rebar ring.

Description of the embodiments

The preferred embodiments of the present application will be described in detail below with reference to the attached drawings, so that the objects, features and advantages of the present application will be more clearly understood. It should be understood that the examples shown in the drawings are not intended to limit the scope of the application, but are merely illustrative of the technical solution of the application and are not limited to one embodiment.

In combination with the interconnection mechanism of multiple bases of high-voltage towers, which is described in the accompanying drawings 1-4, the pile bodies of four foundation piles 3 are respectively provided with a reinforcement cage, the reinforcement cage comprises foundation upright reinforcement 9 and foundation reinforcement rings 10, the four foundation upright reinforcement 9 are arranged at intervals, a plurality of foundation reinforcement rings 10 are arranged outside the four foundation upright reinforcement 9 at intervals from top to bottom, the upper end of the reinforcement cage is fixedly connected with the lower face of a tower baseboard 2, concrete is wrapped in the reinforcement cage and outside, the foundation piles 3 are of square structures, four foundation piles 3 on the ground 4 are distributed in a [ ], the upper end face of each foundation pile 3 is respectively provided with a tower baseboard 2, the upper face of each tower baseboard 2 is respectively provided with a connecting screw 1, two-by-two reinforcing steel bar cement boards 6 are respectively arranged between the foundation piles 3 distributed in a [ ] shape, two-by-two reinforcing steel bar rings 7 and 8 are arranged in the four reinforcing cement boards 6, concrete is wrapped in the two-by the upper and lower reinforcing steel bar boards, the two-layer reinforcing steel bar boards 6 are of rectangular structures, and the foundation piles 3 are respectively connected with the two ends of the foundation piles 3 through the connecting rods 3.

By implementing the high-voltage tower multi-base interconnection mechanism, and combining with the attached figures 1 to 4, the connecting rod 5 can use round steel pipes, square steel pipes or I-steel; the transverse reinforcement ring 7 and the longitudinal reinforcement ring 8 in the reinforced cement plate 6 use reinforcement with the diameter larger than one centimeter; the length and width of the reinforced cement plate 6 are at least more than one square meter, and the length and width can be increased according to the height of the tower; the reinforcement cage of the foundation pile 3 is formed by using deformed steel bars and reinforcing steel bars according to the design.

Referring to fig. 1 to 4, firstly, four reinforcing steel bars are manufactured according to fig. 3, two connecting rods 5 are penetrated into each reinforcing steel bar and connected with the reinforcing steel bars into a whole by welding, the reinforcing steel bars are put into templates of a reinforced cement plate 6, the treatment at the connecting rods 5 is noted to prevent concrete from flowing out, then the concrete is poured into the templates of the reinforced cement plate 6 and the reinforced cement plate 6 is cured and maintained for later use; the method comprises the following steps of digging four foundation pits at confirmed construction sites, leveling and tamping the ground between the foundation pits, respectively putting foundation pile templates into the lower parts of the four foundation pits, putting foundation pile reinforcement cages into the templates, enabling tower foot plates 2 at the upper ends of the four reinforcement cages to be at the same level and at the same design interval, respectively arranging connecting rods 5 at the two ends of the four reinforcement cement plates 6 at proper positions of the reinforcement cages, and forming an integral body with each connecting rod 5 and the reinforcement cages through welding connection, wherein the four reinforcement cement plates 6 are respectively positioned on the ground between every two of the four reinforcement cages; foundation pile templates are respectively placed on the upper parts of the four foundation pits, concrete leakage is prevented at the connecting rods 5 and the reinforcement cages, concrete is then injected into the spaces between the periphery of the tower foot plate 2 and the foundation pile templates, and the tower body can be installed after the concrete is solidified and maintained.

While the preferred embodiment of the present application has been described in detail, it will be appreciated that those skilled in the art, upon reading the above teachings, may make various changes and modifications within the scope of the application. Such equivalents are also intended to fall within the scope of the application as defined by the following claims.

The application is not described in detail in the prior art.

Claims (7)

1. Four inside foundation piles (3) that have the steel reinforcement cage on ground (4) are ":" shape and distribute, are equipped with tower baseboard (2) respectively at every foundation pile (3) up end, and the upper portion face of every tower baseboard (2) is equipped with connecting screw rod (1) characterized by respectively: two reinforced cement plates (6) are respectively arranged between every two foundation piles (3) which are distributed in a: "shape, and two ends of each reinforced cement plate (6) are respectively fixedly connected with the foundation piles (3) through connecting rods (5) to form interconnection of the square-shaped base.

2. The high voltage tower multi-base interconnection mechanism of claim 1, wherein: the pile bodies of the four foundation piles (3) are respectively provided with a steel reinforcement cage, the upper ends of the steel reinforcement cages are fixedly connected with the lower face of the tower foot plate (2), and concrete is wrapped in the steel reinforcement cages and outside the steel reinforcement cages.

3. The high-voltage tower multi-base interconnection mechanism according to claim 1 or 2, characterized in that: the steel reinforcement cage includes that foundation stands steel reinforcement (9) and basis reinforcing bar ring (10), and four foundation stands steel reinforcement (9) interval setting is equipped with a plurality of basis reinforcing bar rings (10) from top to bottom interval outside four foundation stands steel reinforcement (9) of interval setting.

4. The high voltage tower multi-base interconnection mechanism of claim 1, wherein: an upper layer of steel bar mesh and a lower layer of steel bar mesh formed by transverse steel bar rings (7) and longitudinal steel bar rings (8) are arranged in the four steel bar cement plates (6).

5. The high voltage tower multi-base interconnection mechanism of claim 1, wherein: the reinforced cement board (6) is of a rectangular structure.

6. The high voltage tower multi-base interconnection mechanism of claim 1, wherein: two ends of the reinforced cement plate (6) are fixedly connected with the foundation pile (3) through two connecting rods (5) respectively to form interconnection of the square-shaped base.

7. The high voltage tower multi-base interconnection mechanism of claim 1, wherein: the foundation pile (3) is of a square structure.